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Rehabilitation of a Viaduct Subjected to a Landslide Thrust

 Rehabilitation of a Viaduct Subjected to a Landslide Thrust
Auteur(s): ,
Présenté pendant 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008, publié dans , pp. 362-363
DOI: 10.2749/222137908796292993
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The viaduct No. 1 located on the Caracas-La Guaira highway was affected by a landslide thrust detected in 1987. The structure consisted of three parallel double-hinged arch ribs built without longi...
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Détails bibliographiques

Auteur(s):

Médium: papier de conférence
Langue(s): anglais
Conférence: 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008
Publié dans:
Page(s): 362-363 Nombre total de pages (du PDF): 9
Page(s): 362-363
Nombre total de pages (du PDF): 9
Année: 2008
DOI: 10.2749/222137908796292993
Abstrait:

The viaduct No. 1 located on the Caracas-La Guaira highway was affected by a landslide thrust detected in 1987. The structure consisted of three parallel double-hinged arch ribs built without longitudinal reinforcement, spanning over 152 m., and two approach viaducts located at either side of the arch rib span. This paper summarizes the rehabilitation measures conducted on the structure to extend its service life, which included the construction of redundant gravity and lateral load resisting systems, external post-tensioning of the arch ribs and the design of a plastic hinge at the crown of the ribs.

Mots-clé:
ponts en arc